Hi, thanks for the video. Is there already part 2 of it of how the force of a non fixture face is determined. Or how is it possible to get a force of a given displacment?
Thanks for the video. What I don't understand then is, whether the reaction force on the top-surface represents a "real" value, or not. If not, I would suppose SW to forbid selecting anything else but fixtures...
If you select a face it'll show you the reaction forces at that face but suppose you select the same face in where the load is applied it'll give 0 value at that face and in the entire model column it'll give you value about reaction forces from the fixed faces.
Hi, thanks for the video. Is there already part 2 of it of how the force of a non fixture face is determined. Or how is it possible to get a force of a given displacment?
Thanks for the video. What I don't understand then is, whether the reaction force on the top-surface represents a "real" value, or not. If not, I would suppose SW to forbid selecting anything else but fixtures...
good job mate i learned something !
THNK U A MILLION TIMES OVER.
What about where it says "entire model," what is that?
If you select a face it'll show you the reaction forces at that face but suppose you select the same face in where the load is applied it'll give 0 value at that face and in the entire model column it'll give you value about reaction forces from the fixed faces.